Numerical Study on Compressive Concrete as a Strain Softening Material

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Abstract

The prediction of post peak behavior of compressive concrete is significant especially for ductility based on seismic design of reinforced concrete members. The present paper describes numerical modeling of post peak behavior of compressive concrete as a strain softening material with constitutive law based on incremental elasto plastic theory formulated in a strain space. A series of numerical parametric studies have been conducted for the existing experimental results of compressive concrete including useful post peak behavior test.

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